The Different Pavement Combination Deflection Change Law Discuss

Jian Hong Gao

doi:10.4028/www.scientific.net/AMR.790.223

Paper Titles

Wind-Induced Vibration Control of Benchmark Model with Damper
p.206

Chinese Traditional Garden of Water and the Chinese Culture
p.211

Instantaneous Stochastic Optimal Control of Seismically Excited Structures Based on Time Domain Explicit Method
p.215

A Construction Technology for Buildings Horizontal Movement
p.219

The Different Pavement Combination Deflection Change Law Discuss
p.223

Static Load Test of Frame-Structure Slab
p.227

Application of the CRD Method in Construction of an Ultra-Shallow, Ultra-High Section and Large-Span Mined Tunnel
p.231

The Engineering Geological Characteristics Evaluation of the Weak Soft Soil of the Xingheng Highway Test Section
p.235

Application of Superiority Evaluation Method in Engineering Bidding Evaluation
p.239

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 790The Different Pavement Combination Deflection...

The Different Pavement Combination Deflection Change Law Discuss

Abstract:

Based on the multi-layer elastic system theory, large general used finite element software is used to analysis in the paper. Among the three kind pavements, the flexible pavement maximal deflection and wheel gap deflection difference is most, and the rigidity pavement is least, and the semirigid pavement is centered. Whatsoever, under the same axis load, the surface layer bottom deflection diminish speed is quicker than the basic layer bottom deflection diminish speed after a sort along with the structure layer rigidity increase. Showing the pavement structure layer upside deflection is sensitive to the structure layer intensity and rigidity increase.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 790)

Pages:

223-226

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.790.223

Citation:

Cite this paper

Online since:

September 2013

Authors:

Jian Hong Gao

Keywords:

Axis Load, Deflection, Discuss, Pavement Structure

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Xue-jun Deng. Roadbed and road surface engineering [M]. Beijing: people traffic publishing company, 2002. 100-120.

Google Scholar

[2] Hui Lu, Sun Li-jun. China civil engineering journal, 2004, 37(7) ：62-65.

Google Scholar

[3] Jianhong Gao. Advances in civil engineering, 2011, 8, part5: 3371-3375.

Google Scholar

[4] Jianhong Gao. Sustainable Environment and transportation, 2012, 7, part2: 3971-3975.

Google Scholar

[5] China calling criterion. Criterion for design of road asphalt concrete pavement. (JTG D50—2006). Beijing: people traffic publishing company, (2006).

Google Scholar